The Issue The issues presented are whether Respondent failed to maintain sewage drains and to prevent the presence of roaches in violation of Food Code Rules 5-402.13 and 6-501.111, and, if so, what penalty, if any, should be imposed.
Findings Of Fact Petitioner is the state agency responsible for licensing and regulating restaurants in the state. Respondent is licensed as a restaurant, pursuant to license number 3912699, and is located at 1235 Hillsborough Avenue, Tampa, Florida. A sanitation and safety specialist (Specialist) for Petitioner inspected the restaurant on March 15, 2006. Respondent committed two violations. One violation involved waste water sewage, and the other involved roaches. Waste water sewage backed up into the mop sink in the floor drain in the dishwashing room. Waste water also backed up in the kitchen hand sink drain. Eight roaches were present in a shelf, and 10 roaches were clustered in cracks in a pipe. Another roach crawled out from behind the kitchen stove. The deficiencies were significant violations. Petitioner issued an emergency order closing the restaurant. Respondent corrected the offenses in one day. There is no evidence the violations are continuing. Respondent submitted credible and persuasive evidence of diligent efforts to maintain the restaurant in proper condition.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Petitioner enter a final order finding Respondent guilty of committing the acts and violations alleged in the Administrative Complaint and imposing a fine of $1,000, due and payable to the Division of Hotels and Restaurants, 1940 North Monroe Street, Tallahassee, Florida 32399-1011, within 30 calendar days of the date that the agency serves Respondent with a copy of the final order. DONE AND ENTERED this 1st day of August, 2006, in Tallahassee, Leon County, Florida. S DANIEL MANRY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 1st day of August, 2006. COPIES FURNISHED: Maria B. Vences Los Tucanes 1235 East Hillsborough Avenue Tampa, Florida 33604 Jessica Leigh, Esquire Department of Business and Professional Regulation 1940 North Monroe Street, Suite 42 Tallahassee, Florida 32399-2202 Josefina Tamayo, General Counsel Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792 George Luebkemann, Director Division of Hotels and Restaurants Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792
The Issue The issues for determination in this case are whether Respondent Jeffrey Hill should pay the administrative penalty and investigative costs, and should undertake the corrective actions that are demanded by the Florida Department of Environmental Protection (“Department”) in its Notice of Violation, Orders for Corrective Action, and Civil Penalty Assessment (“NOV”).
Findings Of Fact Respondent is the owner and operator of a community water system and its associated piping, designated PWS No. 2124409, located on parcel ID No. 03-4S-17-07486-001 on Country Club Road, in Lake City, Columbia County, Florida (“the property”). Respondent is a “person” as defined in section 403.852(5), Florida Statutes. Respondent is a “supplier of water” as defined in section 403.852(8). The water system is a “public water system” and a “community water system” as defined in sections 403.852(2) and (3), respectively. The community water system is a Category V, Class D water system with a capacity of 28,800 gallons per day that supplies between 25 and 3,300 people, using groundwater as its source. Count I Count I of the NOV charges Respondent with failure to sample for nitrate and nitrite in 2012 and 2013, which was admitted by Respondent. Count II Count II of the NOV charges Respondent with failure to sample for primary inorganic contaminants for the 2011-2013 compliance period, which was admitted by Respondent. Count III Count III of the NOV charges Respondent with failure to analyze for secondary contaminants in the 2011-2013 compliance period, which was admitted by Respondent. Count IV Count IV of the NOV charges Respondent with failure to sample for volatile organic contaminants in the 2011-2013 compliance period, which was admitted by Respondent. Count V Count V of the NOV charges Respondent with failure to sample for synthetic organic contaminants in the 2011-2013 compliance period, which was admitted by Respondent. Count VI Count VI of the NOV charges Respondent with failure to sample for total coliform from June 2013 to date, which was admitted by Respondent. Count VII Count VII of the NOV charges Respondent with failure to employ an operator for the system since May 2013, which was admitted by Respondent. Count VIII Count VIII of the NOV charges Respondent with failure to submit test results required by Florida Administrative Code Chapter 62-550, and failure to file a monthly operation report since April 2013, which was admitted by Respondent. Count IX Count IX of the NOV charges Respondent with failure to issue Tier 3 notices in May 2013 and March 2014, advising customers of the failure to monitor for certain contaminants, which Respondent admitted. Count X Count X of the NOV charges Respondent with failure to provide a consumer confidence report to his customers in 2012 and 2013, which was admitted by Respondent. Count XI In Count XI of the NOV, the Department states that it incurred $530 in investigative costs related to this enforcement matter, which is admitted by Respondent.
The Issue The issues for consideration in these cases concern whether the Petitioners are entitled to an on-site sewage disposal system ("OSDS") permit, or the grant of a variance from the permitting requirements embodied in the statutes and rules cited herein, so as to authorize installation of an OSDS for property they own near the Suwanee River in Dixie County, Florida. See, Section 381.272, Florida Statutes, and Chapter 10D-6, Florida Administrative Code.
Findings Of Fact The Petitioners are the owners of certain real property located in Dixie County, Florida, in close proximity to the Suwanee River, more particularly described as Lots 22 and 37, High Point Suwanee Riverfront Estates, a subdivision platted and recorded in 1983. Lot 22 is approximately 150 feet by 127 feet by 121 feet, and Lot 37 is approximately 100 feet by 175 feet by 176 feet in dimension. The lots were purchased on September 22, 1987 and December 10, 1987, respectively. The parties have stipulated that evidence and factual testimony adduced in this proceeding shall apply equally to the circumstance of both lots since they are in close proximity to each other and have similar elevations and other site characteristics. Accordingly, these Findings of Fact will be based upon that stipulated, combined evidence; and all Findings of Fact will apply to both lots, except as to elevation figures peculiar to each lot and as otherwise noted in these Findings of Fact. The Petitioners purchased Lot 22 for $14,995.00 and Lot 37 for $12,500.00. They were purchased in September and December of 1987, respectively. The Petitioners purchased them with the intent of holding them for investment and building a retirement-type home on one of the lots. On March 22, 1990, the Petitioners applied for an OSDS permit for the lots in question. The new systems applied for would be for a frame-type "stilt home", which would contain three bedrooms and a heated and cooled area of 1,232 feet, which equates to a 350-450 gallons per day sewage flow under the standards contained in the Respondent's rules. Hubert H. Raker, a certified, land surveyor of Cross City, Florida, performed a survey on the property, shown by Petitioners' Exhibit NO. 1 in evidence. That survey establishes a benchmark elevation for Lot 22 of 11.79 feet above mean sea level ("MSL"). That benchmark is actually six inches above the grade level elevation of the property at the benchmark location. Lot 37 was established to have a benchmark elevation of 12.25 feet above MSL, also six inches above the actual grade level of the lot at the benchmark elevation site. The site of the proposed installation of the OSDS has an elevation of 11.19 feet above MSL, as to Lot 22, and 11.75 feet above MSL, as to Lot 37. The ground water level, at the time the site evaluation was made by the Respondent's representative, was 60 inches below the surface of the grade for Lot 22 and 54 inches below the surface of the grade for Lot 37. The wet season water table for both lots was shown, by "mottling" existing in the soil beneath the surface of the lots, to be 54 inches below `:he surface of both lots. The soil type for both lots, starting with six inches below the surface, is of a "slight limited" soil characteristic and is fine sand down to approximately 48 inches and from 48 inches to 72 inches, consists of "loamy-sand". Such soils are well adapted to OSDS installation and operation. The property was shown, by the Respondent's own Composite Exhibit NO. 2 in evidence, to not be subject to frequent flooding. The property is, however, as to both lots, beneath the ten-year flood elevation established by the Suwanee River Water Management District's calculations and admitted into evidence in this proceeding as a part of Respondent's Composite Exhibit NO. 2. The ten-year flood elevation for both lots was shown to be 15 feet above MSL. Thus the surface elevation of both lots is somewhat below the 15-foot, ten-year flood elevation. The bottom of the drain-field or absorption-bed trenches, if the systems were installed on the lots, would be a greater distance beneath the ten- year flood elevation. Thus, the property is located within the ten-year flood elevation of the Suwanee River and is also located within the regulatory floodway of the Suwanee River. Other properties and lots in the immediate proximity of the Petitioners' two lots are equipped with OSDS's, including a number of "mounded systems", involving the placement of septic tanks and drain fields in elevated earthen mounds in order to elevate them above the ten-year flood elevation. Petitioner, John W. Holian, testified in a general way that such a system might be feasible and advisable in his situation, as well as the possibility of installing an aerobic septic tank treatment and disposal system, involving the injection of air into the septic tanks so that aerobic, (as opposed to anaerobic), bacteria could perform the sewage treatment function, which typically perform the function better than does a conventional anaerobic system. Petitioner Holian, did not offer any detailed testimony or evidence which would explain and establish how such a system could work without endangering the health of the Petitioners or members of the general public, if placed on the lots in question below the ten-year flood elevation, nor if or how such a system would protect against degradation of the ground or surface waters involved in the proximity" of the sites. If the system were mounded above the ten-year flood elevation, the Petitioners did not establish, through proper engineering testimony and other evidence generated by a registered engineer, that the use of the fill for the earthen mound for such a system would not raise the level of the "base flood." In summary, although the Petitioners suggested such a mounded system or an aerobic system or such a system possibly used in combination, the Petitioners did not go beyond suggesting an alternative and did not offer evidence which could establish that such an alternative would be a reasonable operationally feasible one and would adequately protect the ground or surface waters and the members of the general public from health hazards associated with sewage effluent. See, Rule 10D-6.47(6), Florida Administrative Code. On May 1, 1990, the Respondent, by letter, advised the Petitioners that they should pursue a formal administrative proceeding upon the initial denial of their OSDS permit application and advised them that an application for a variance from the requirements of Rule 10D-6.47(6), Florida Administrative Code, regarding the ten-year flood elevation problem at issue, should not be pursued but rather, the formal hearing process before the Division of Administrative Hearings should be employed by the Petitioners. The Respondent asserts, that the Petitioners were not accorded the opportunity to avail themselves of the variance procedure because of the Respondent's interpretation of the Governor's Executive Order 90-14, which it opines precludes it from granting any variances or permits for OSDS within the ten-year flood elevation. The Governor's Executive Order, which incorporated the "Suwanee River Task Force" recommendation to preclude such systems beneath the ten year flood elevation was entered on January 17, 1990. The Respondent has, in effect, interpreted that Executive Order as precluding it from exercising its discretion to entertain and grant or deny variance applications. The Petitioners apparently took-that advice because no variance application was filed. It is noted, somewhat parenthetically, however, that in terms of the requirements for the establishment of a right to a variance, the Petitioners have not shown that no reasonable alternatives exist to a standard subterranean septic tank and drain field OSDS, (such as those alternatives referenced in the paragraph next above, which efficacy was, nonetheless, not established by the Petitioners). Neither did the Petitioners establish, in terms of the variance requirements in the authority referenced below, that the installation of an OSDS would not have an adverse effect on the public's health or the quality of the ground or surface waters involved at the sites. Because these two necessary elements of proof necessary to establish the right to a variance, through hardship, were not proven by the Petitioners, the elements of proof necessary to establish the right to a hardship variance have not been made out by the Petitioners and one could not be granted under the proof of record in this proceeding, even had the Petitioners made formal application for such a variance. That is not to say, however, that with proper preparation and presentation of evidence, entitlement to a variance could not be established in the future.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered denying the Petitioner's application for an OSDS permit. DONE AND ENTERED this 19th day of December, 1990, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of December, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 90-3109 AND 90-3445 The Petitioners filed no proposed findings of fact. Respondent's Proposed Findings of Fact 1-9. Accepted. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Linda K. Harris, Esquire General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 John W. Holian 466 South Lake Triplet Drive Casselberry, Florida Frances S. Childers, Esquire Assistant District III Legal Counsel Department of HRS 1000 N.E. 16th Avenue Gainesville, Florida 32609
The Issue The issues are: (1.) Whether Respondents' request for variance from requirements of Rule Chapter 10D-6, Florida Administrative Code, should be granted. (2.) Whether Respondents are guilty of violation of certain provisions of Chapter 381 and Chapter 403, Florida Statutes, and Rule Chapter 10D-6, Rule Chapter 17-550, and Rule Chapter 17-555, Florida Administrative Code, regulating the operation of onsite sewage disposal systems.
Findings Of Fact Respondent V.M.P. Corporation (VMP) operates a lounge known as Stud's Pub in Jacksonville, Florida. Licensed for 75 seats, the lounge actually contains 50-55 seats and employs five people full time. Additionally, 10-15 independent entrepreneurs known as dancers may be present at times. The dancers are not employees of Respondents. Less than 25 people, other than patrons, are present at the facility at any time. Respondent Vincent M. Paul (Paul) owns the facility and the corporation. The lounge is on lots that were platted prior to 1972. Petitioner is the statutory entity with authority for granting variances for onsite sewage disposal systems regulated by Petitioner pursuant to provisions of Section 381.0065(8)(a), Florida Statutes (1991). The lounge is serviced by a septic tank with a drainfield which is covered by an asphalt parking lot. The portion of the parking lot over the drainfield is bounded to the west by a dirt city street, to the north by other pervious surfaces, to the east by the lounge and to the south by the remainder of the asphalt parking lot. A sign on the premises which advertises the business is protected from automobile traffic by concrete barriers. The septic tank system and drainfield were installed prior to 1972 by a previous owner. Respondent Paul retrofitted the septic tank system after 1972. Respondent Paul was responsible for paving over the drainfield after he purchased the property. Petitioner's representatives inspected the lounge, determined the drainfield to be covered by the asphalt parking lot and requested Respondents to remove the asphalt covering. Respondents requested a variance pursuant to Rule 10D Administrative Code, for the asphalt covered drainfield and other deficiencies of the onsite sewage disposal system. Petitioner's review board recommended denial of the request on the basis that the variance would not constitute a "minor deviation" from rule requirements. Although the term is not defined by Petitioner's rule, Petitioner's usage of this term was the result of the consideration by Petitioner's review board of the application for variance within the context of Section 385.0065(8)(a), Florida Statutes, which authorizes Petitioner to grant variances only where the hardship is not intentionally caused by the applicant, where no reasonable alternatives exist and where no evidence of adverse effect upon public health or ground and surface waters is demonstrated. Respondent has no record of failure of the septic tank or drainfield. Water samples from the onsite potable water well filed with Petitioner tested below detectable limits for nitrates and coliforms, the only parameters Petitioner is required to analyze. Respondents' records of water flow or usage from the well into the lounge show daily flow rates of between 320 and 580 gallons, with an average rate of between 450 and 480 gallons. Respondent Paul is responsible for the installation of an unpermitted chlorinator on the water supply system which provided actual flow information. The only onsite water well has no grout sealant. It is the only well of which the parties are aware that lies within 100 feet of the septic system. The potable water well is located approximately 42 feet from the edge of the covered drainfield. The well head does not extend above line surface and there is no concrete pad around the wellhead. The exact depth of the well is unknown, although the well is located upgradient of the drainfield and a nearby junkyard. Denial of the variance would require that Respondents uncover the drainfield since there is no practically available offsite sewage system currently available. Soil in the area of the drainfield is classified as well- draining sand. Due to the impervious surface covering the drainfield, Petitioner's representative was unable, during his inspection, to discern any symptoms of drainfield failure in the form of "blow field should be totally unobstructed to allow aerobic processes to take place in the drainfield which will permit the breakdown of contaminants. A portion of Respondents' 1200 gallon septic tank is located partially under and immediately adjacent to Respondents' facility. A dousing tank which retains liquid waste and operates as part of the septic system is also totally covered by the asphalt pavement. Although there has been no detectable failure of the system, every eight or nine months Respondents have the septic tank and dousing tank pumped out. The tanks never get full.
Recommendation Based on the foregoing, it is hereby Recommended that a final order be entered by Petitioner denying the variance requested by Respondent with exception of such minimal distance as may be required to relocate the water well as far as possible from the drainfield on the Respondent property, and, Further Recommended that such final order also assess Respondent Paul an administrative penalty of $500 for each of the four violations contained in the Administrative Complaint which were proven in this proceeding for a total of $2000, and a continuing assessment of $500 per day for each violation for a total of up to $2000 per day after first allowing Respondents a 60 day period within which to correct all four violations. DONE AND ENTERED this 3rd day of May, 1993, in Tallahassee, Leon County, Florida. DON W. DAVIS Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of May, 1993.
Findings Of Fact This case is presented for consideration based upon the Respondent, Gunard C. Brautcheck, Sr.'s request for hearing pursuant to Subsection 120.57(1), Florida Statutes, on the relief sought by the Petitioner, State of Florida, Department of Environmental Regulation, in which the Petitioner has filed a Notice of Violation and Orders for Corrective Action on March 2, 1980. See DER File No. IW-16-80. The Petitioner is an administrative agency in the State of Florida which has the responsibility to protect Florida's air and water resources and to administer and enforce Florida Air and Water Pollution Act, Chapter 403, Florida Statutes, and the rules promulgated thereunder; namely, Chapter 17, Florida Administrative Code. The Respondent, Gunard C. Brautcheck, Sr., is the owner of a tract of agricultural land located in Lake County, Florida, in Sections 29 and 32, Township 18 South, Range 27 East. This tract of land is known as the Springhill Farm and is located in an area referred to as Eustis Meadows, a wetlands area which is contiguous to several lakes. One of those lakes is Lake Serpentine, which covers an area of twenty-two (22) acres. The Brautcheck wetlands are drained for the purpose of the cultivation of grasses, hay and sorghum to be used for dairy feed. The Respondent achieves drainage relief by the utilization of a series of interior ditches and this area which has been drained and protected from external overflow at the southern perimeter of the Respondent's property through the utilization of an earthen berm or dyke separating that water source and the property which has been drained. In particular, this berm or dyke serves to repel the water flow from Lake Serpentine in the times of extreme high incidents of rainfall. On those occasions, there is a water connection from Lake Serpentine through the marshlands north of that lake and up to the point of the berm which is at the southern perimeter of the Brautcheck property. Although the Respondent has taken action to protect against the overflow from Lake Serpentine area and has utilized a series of ditches to protect against the internal inundation of his property, there are times when the interior ditches are inadequate to handle the volume of water without backflow onto the property. To contend with this eventuality, the Respondent has employed a pump which is used to evacuate the water from the interior ditches on his property with the pumping points being the southernmost interior ditch adjacent to the berm. The water that is pumped flows through the hero by way of drainage pipes with the water entering the marshlands through that water route and eventually into Lake Serpentine. The water that is pumped out of the ditches on the Brautcheck property also will eventually enter another lake to the west of his property known as Trout Lake. This connection is made through the marshlands into a culvert system which has a flapper valve, with the culvert having an outfall into the waterway known as "Hick's Ditch" and from that waterway directly into Trout Lake. (Petitioner's Composite Exhibits 1 and 5 admitted into evidence contain map grids which show the proximity of the Brautcheck pump site to Lake Serpentine and the attendant marshlands known as Eustis Meadows and Trout Lake. Lake Serpentine and Trout Lake are lakes over which the Petitioner has jurisdiction and regulatory authority and the marshlands between the southern berm referred to herein and Lake Serpentine are also with the agency's jurisdiction and authority. Petitioner's Composite Exhibits 3 and 6 are photographs depicting the pump; the interior drainage ditch; and the berm in that area of marshlands adjacent to the property. The marshlands as depicted in the photographs were inundated by water at the time the Photographs were made. Photographs found in Exhibit 6 show the pump in operation. The waters of the interior ditch which are being directly pumped through this system and into the receiving waters have high biochemical oxygen demand; high nutrient value, in particular nitrogen and phosphorus; depressed levels of dissolved oxygen and high ammonia content. This is borne out by the water quality tests which were made on August 29, 1979, and again on September 25, 1979, as depicted in the Petitioner's Composite Exhibits 1 and 5, respectively. The values attributed to the water samples taken in the interior ditch as contrasted with samples taken in the marsh area immediately adjacent to the south of the ditch and in Lake Serpentine proper, show that a degradation of water quality is occurring with the introduction of the water from the interior ditches into the receiving waters in the marsh area. This degradation is occurring in the marsh area and in Lake Serpentine. In addition, algae bloom occurs in the interior ditch which can be transmitted by pumping water containing these blooms into the receiving waters and this type of bloom when it dies, has a very detrimental affect on dissolved oxygen levels. This type of algae bloom is not found in Lake Serpentine in it natural state. The effect of pumping the water of the interior ditch on the Brautcheck property into the wetlands and eventually into Lake Serpentine could result in fish kills and be harmful to other aquatic life, to include plants and animals. The Respondent was first made aware of the problem of the discharge through his pumping system into waters which are regulated by the State in a letter from the Lake County Pollution Control Board dated March 27, 1979, which advised him of the necessity to obtain a permit. This letter may be found in Petitioner's Composite Exhibit 1. On June 27, 1979, the Petitioner notified the Respondent of the necessity to comply with the Provisions related to permits as found in Chapter 403, Florida Statutes, and Chapter 17, Florida Administrative Code. A copy of this letter of notice by certified mail may be found in Petitioner's Composite Exhibit 2 admitted into evidence. The Respondent having failed to reply to that letter, an additional letter was forwarded on August 22, 1979, from the Petitioner to the Respondent stating the necessity for permit and indicating the possible consequence of this noncompliance, and a copy of this correspondence may be found in the Petitioner's Composite Exhibit 2. Subsequent to this time, the pump was seen to be operating and discharging water into the receiving waters of the State as recently as October 9, 1979. The Respondent having failed to reply to the August 22, 1979, letter of warning, there ensued the current March 2, 1980, Notice of Violation and Orders for Corrective Action as forwarded by the Department, and in the course of investigating this case, the Department has incurred expenses in the amount of five bonded fifteen dollars and seventy-two cents ($515.72).
Recommendation Based upon the Findings of Fact made herein and the Conclusions of Law reached, the following disposition is recommended: That the Respondent be ordered to immediately cease and desist the operation of the pumping /system installation in the absence of an appropriate and currently valid permit and that a final order by the Department be entered to this effect. That within thirty (30) days of the date of the final order of the Department Secretary the Respondent should be required to pay to the Department an amount of five hundred fifteen dollars and seventy-two cents ($515.72) as the necessary cost and expenses incurred by the Department in tracing an abetting this source of pollution, with that payment being made to the Department of Environmental Regulation, Pollution Recovery Trust Fund. DONE AND ENTERED this 18th day of September, 1980, in Tallahassee, Florida. 1/ CHARLES C. ADAMS Hearing Officer Division of Administrative Hearings The Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 18th day of September, 1980.
The Issue The issue for consideration in this case is whether Respondents should pay two fines of $500 each for allegedly violating Section 386.041, Florida Statutes (1997). (All chapter and section references are to Florida Statutes (1997) unless otherwise stated.)
Findings Of Fact Petitioner is the state agency responsible for issuing citations under Chapter 386. Respondents own an apartment complex located at 1202 Shadow Drive, Lakeland, Florida. In the two weeks preceding December 29, 1997, Respondents received complaints from several tenants regarding an overflowing sewer system in their rental units. On December 29, 1997, Respondents responded to the complaints by pumping sewage from the dosage chamber in the septic tank onto a vacant lot adjacent to the apartment complex. On December 30, 1997, Petitioner received a complaint that sewage was being discharged onto the neighboring lot of the apartment complex. Petitioner inspected the site on December 30, 1997, and advised Respondent, Shirley Crawford, and an employee named "Fred" that it was illegal to dump untreated sewage onto the open ground. Petitioner ordered them to immediately turn off the pump so that no more sewage could be discharged onto the adjacent lot. Respondent, Shirley Crawford, failed to respond immediately to the order. Respondents were unwilling to cooperate with Petitioner. Petitioner issued a citation to Respondents for violating Section 386.041. Although Respondents did unplug the pump later that same day, the pump was reset to work through the night. They continued pumping discharge onto the adjacent lot during the following day. Petitioner received another complaint on January 5, 1998, alleging that the septic tank at the same address was discharging from the tank onto the ground surrounding the rental units. Petitioner inspected the site. The drain field was breaking out. A probe placed into the drain field verified that the discharge on the ground was coming from the septic tank. It was determined that there was a hole in the drain field. Furthermore, a PVC pipe used to drain the system on December 30, 1997, had not been removed from the system as required on December 30, 1997. A second citation was issued for violating Chapter 386. As part of the citation, Petitioner instructed Respondents to pull a permit by the following week to repair the system so that they could accommodate the needs of the apartment complex. Respondents pulled a permit within the following week. However, they failed to repair or replace the septic system according to the specifications and requirements of the permit. Respondents failed to supply Petitioner with a schedule for pumping sewage out of the tank until the system was repaired according to the specifications and requirements of the permit. The work Respondents performed on the system was completed on March 15, 1998. Respondents modified the faulty system by covering or plugging pipes leading into the faulty system from another older system. It took approximately 45 minutes to one hour to plug these pipes.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, RECOMMENDED that Petitioner enter a Final Order sustaining the two citations issued on December 30, 1997, and January 9, 1998, imposing fines of $1,000, and denying the request to dismiss the citations. DONE AND ENTERED this 2nd day of July, 1998, in Tallahassee, Leon County, Florida. DANIEL MANRY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 2nd day of July, 1998. COPIES FURNISHED: Wayne and Shirley Crawford 4732 Highway 98, North Lakeland, Florida 33810 Roland Reis, Esquire Department of Health 1290 Golfview Avenue, 4th Floor Bartow, Florida 33830 Angela T. Hall, Agency Clerk Department of Health 1317 Winewood Boulevard Building 6, Room 136 Tallahassee, Florida 32399-0700 Dr. James Howell, Secretary Department of Health 1317 Winewood Boulevard Building 6, Room 306 Tallahassee, Florida 32399-0700
The Issue The issue to be resolved in this proceeding concerns whether the Petitioner is entitled to the grant of a variance for the installation of an onsite sewage disposal system ("OSDS") for his property on the Santa Fe River in Gilchrist County, Florida, in accordance with Section 381.272, Florida Statutes, and Chapter 10D-6, Florida Administrative Code.
Findings Of Fact The Petitioner is the owner of certain real property located in Gilchrist County, Florida, more particularly described as Lot 4, Unit 4, Ira Bea's Oasis, a subdivision. The evidence is not clear concerning whether the plat of the subdivision was actually recorded, although the evidence and the Petitioner's testimony indicates that the lots in the subject subdivision were subdivided in 1965. The evidence does not clearly reflect whether the subdivision was ever platted, however. On April 2, 1990, the Petitioner filed an application for an OSDS permit regarding the subject property. The application was for a new OSDS on the above-described property; and the system was intended to serve a single- family residence, which the Petitioner desires to construct on the subject property for a vacation and retirement home. The proposed residence would contain three bedrooms and a heated or cooled area of approximately 1,100 square feet. In the permit application process, at the Respondent's behest, the Petitioner had a survey performed by Herbert G. Parrish, registered land surveyor. That survey, in evidence as the Respondent's Exhibit 1, reveals a benchmark elevation of 21.65 feet above mean sea level ("MSL"). The proposed installation site is at an elevation of 22.5 feet above MSL. A report by the Suwannee River Water Management District, which is admitted into evidence and was submitted to the Respondent by the Petitioner with the application for the OSDS permit, shows a ten-year flood elevation for the subject property, and River Mile 10 of the Santa Fe River, at 31 feet above MSL. Thus, the subject property is located beneath the ten-year flood elevation. The property is also located within the regulatory floodway of the Santa Fe River, as that relates to required engineering certification and calculations being furnished which will assure that if OSDS's are constructed employing mounding or sand filters, and like constructions, that such related fill deposited on the property within the regulatory floodway will not raise the level of the "base flood" for purposes of the rules cited hereinbelow. No evidence of such certification by an appropriately-registered engineer was offered in this proceeding concerning the installation of a mounded system and its effect on the base flood level. The surface grade level of the subject property at the installation site is 9.5 feet below the ten-year flood elevation. The grade elevation of the subject property is also .5 feet below the "two-year flood elevation", and the property has been flooded once in the past three years and has been flooded approximately four times in the past 15 years. It has thus not been established in this proceeding that the property is not subject to frequent flooding. On April 18, 1990, the Respondent denied the Petitioner's application for an OSDS permit by letter of that date. The Petitioner did not make a timely request for a formal administrative hearing to dispute that denial. The Petitioner maintained at hearing that this was, in essence, because the Respondent's personnel informed him that he should seek a variance instead, which is what he did. The testimony of Mr. Fross reveals, however, that, indeed, he was advised of his opportunity to seek a variance but was also advised of his right to seek a formal administrative hearing to contest the denial of the permit itself. Nevertheless, either through the Petitioner's misunderstanding of his rights or because he simply elected to choose the variance remedy instead, the fact remains that he did not timely file a petition for formal proceeding to contest the denial of the OSDS permit itself. Even had a timely petition for formal proceeding concerning the denial of the OSDS permit application been filed, the evidence of record does not establish the Petitioner's entitlement to such a permit. As found above, the property lies beneath the ten-year flood elevation and, indeed, lies below the two-year flood elevation, which subjects the property to a statistical 50% chance of being flooded each year. This and the other findings referenced above indicate that the property has not been established to be free from frequent flooding; and although appropriate "slight-limited" soils are present at the proposed installation site, those soils only extend 50 inches below the surface grade. That leaves an insufficient space beneath the bottom of the drainfield trenches where they would be located so as to have a sufficient volume and distance of appropriate treatment soil available beneath the drain field, if one should be installed. Below 50 inches at the subject site is a limerock strata which is impervious and constitutes a barrier to appropriate percolation and treatment of effluent waste water. Thus, for these reasons, especially the fact that the property clearly lies beneath the ten-year flood elevation and because adequate proof in support of a mounded system which might raise a septic tank and drainfield system above the ten-year flood elevation has not been adduced, entitlement to the OSDS permit itself has not been established. Concerning the variance application actually at issue in this proceeding, the Petitioner has proposed, in essence, two alternative systems. The Petitioner has designed, and submitted as an exhibit, a plan for a holding- tank-type- system. By this, the Petitioner proposes a 250-gallon holding tank, with a venting pipe extending approximately three feet above the level of the ten-year flood elevation, with an attendant concrete retaining wall and concrete base to which the tank would be securely attached. The Petitioner thus postulates that flood waters would not move or otherwise disturb the holding tank and that he would insure that the holding tank was pumped out at appropriate intervals and the waste there from properly deposited at a treatment facility located above the ten-year flood elevation. The precise method of such disposal and its location was not disclosed in the Petitioner's evidence, however. Moreover, the testimony of Dr. Hunter establishes that the deposition of waste water and human waste into the tank, either through pumping, or by gravity line, if the residence were located at an elevation above the inlet to the tank, might well result in a hydraulic condition which would cause the untreated sewage to overflow from the vent pipe of the tank. Moreover, such systems do not insure that public health, the health of the occupants of the site, and ground or surface waters will not be degraded since it is very costly to pump such a tank out which would have to be done on a frequent basis. This leaves the possibility that the user of such a holding-tank-facility could surreptitiously drain the tank into nearby receiving waters or otherwise improperly empty the tank. Even though the Petitioner may be entirely honorable in his intentions and efforts in this regard and not violate the law and the rules of the above-cited chapter in his manner of disposal of the holding-tank effluent, there is no practical, enforceable safeguard against such illegal activity, especially if one considers that the property may later be conveyed to a different landowner and user of the system. The Petitioner also proposes in his testimony and evidence the possibility of using a nondischarging, composting-toilet-type system to handle sewage involving human excreta. Such a system has been shown by the Petitioner's evidence to adequately treat human sewage so that public health and the ground and surface waters involved in and near the site could be adequately safeguarded. The problem with such a system, however, is that the "gray water", that is, waste water from bathtubs, showers, lavatories and kitchens, cannot be disposed of in the composting-toilet system. Such gray water, which also contains viruses, coliform bacteria and nutrients, must be disposed of, according to the rules at issue, in an appropriate sewage disposal system, be it in a septic tank and drain field or through pumping to an appropriate disposal and treatment facility located above the ten-year flood elevation. The Petitioner's proof does not establish how such gray water could be appropriately and safely disposed of in the environmental and public health context at issue herein. Thus, the proposed alternatives suggested by the Petitioner's proof do not constitute minor deviations from the minimum requirements for OSDS's specified in Chapter 10D-6, Florida Administrative Code. Ironically, the composting-toilet system, coupled with a proper disposal system for household gray water, could constitute a reasonable alternative to a conventional system. Thus, the Petitioner's proof, itself, shows that a reasonable alternative may exist, which militates against the granting of the variance, although he did not prove how it could feasibly be accomplished. In summary, therefore, the Petitioner's proof failed to establish that no reasonable alternative exists and that the proposed system would only be a minor deviation from the minimum requirements of the Respondent's rules concerning OSDS's and their installation and operation. The Petitioner established that a reasonable alternative to a conventional OSDS might exist for purposes of granting an OSDS permit itself, had that issue been formally placed before the Hearing Officer, but did not prove how it could feasibly be accomplished and operated. This proof shows, however, that such a reasonable alternative might be found operable which, thus, fails to justify the granting of a variance based upon hardship. If the Petitioner could come forward with proof to establish the feasibility of disposal and treatment of the household gray water involved in an appropriate treatment and disposal site and facility above the ten-year flood elevation, in conjunction with use of a composting- toilet system, a later permit application might be entertained in which could be justified the granting of an OSDS permit.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered by the Respondent denying the Petitioner's application for a variance from the statutory and regulatory requirements, cited above, for the issuance of permits. At such time as the Petitioner is able to show changed factual circumstances, as for instance, that a reasonable, feasible alternative system, which will adequately treat and dispose of all household waste water effluent in a manner comporting with the rules of Chapter 10D-6, Florida Administrative Code, a permit application should be entertained. DONE AND ENTERED this 27th day of February, 1991, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of February, 1991. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 90-4569 The Petitioner did not file proposed findings of fact. Respondent's Proposed Findings of Fact 1-16. Accepted. 17. Rejected, as not supported by the preponderant evidence of record. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Linda K. Harris, Esq. General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Mark Moneyhan, pro se Route 3, Box 407 Perry, FL 32347 Frances S. Childers, Esq. Department of HRS District III Legal Office 1000 Northeast 16th Avenue Gainesville, FL 32609
Findings Of Fact The Respondents, Frank L. Reppa and Denise J. Reppa, own and reside in their dwelling located at 3863 Plumosa Drive, St. James, Florida. The property is a narrow canal front lot. All lots in the area are small and narrow and the dwellings thereon, mostly mobile homes, are placed closely together. On January 11, 1988, as the result of a nuisance complaint by the Reppa's next door neighbor, Stephen E. Havig, an Environmental Specialist with the Lee County Health Department, a part of the State of Florida DHRS, inspected the property in question and observed that effluent from the Respondents' drain field, a malodorous liquid, had run from Respondent's property down onto the driveway of their neighbors. On January 13, 1988, he returned to the property and spoke with Mrs. Reppa who admitted to living on the property. He again observed that the drain field in the Reppas' septic system was heavily saturated and had failed. Effluent was coming to the surface due to the high water table resulting from heavy recent rains and the failure of the system, and there was still a sewage odor to the effluent. The effluent showed in stains on the neighbor's drive. Mr. Havig told Mrs. Reppa that the problem had to be corrected as it was a violation of the law to allow it to remain. In response, Mrs. Reppa indicated they had no money to effect the repairs and because of that, Mr. Havig, who could have cited them immediately, indicated he would return to his office to see if they could be given some additional time to have the work done. After checking with his supervisor, Mr. Havig, on the same day issued an "Official Notification of Insanitary Nuisance" and a "Notice of Intended Action", both of which were sent by Certified Mail and receipted for by Mrs. Reppa on January 19, 1988. The Notice gave the Reppas until January 28, 1988 to correct the problem. On January 14, 1988, Mr. Havig again talked with Mrs. Reppa, telling her what he was sending and advising her how she could get the problem fixed. When he again went out to the property on January 28, 1988, he noted that the property had dried out due to a lack of rain. However, he could see no evidence that any repairs had been effected. He returned to the property on February 1, 1988 after a rain and observed that the problems had reoccurred. Mr. Havig again spoke with Mrs. Reppa on February 8, 1988, at which time she advised him the problem was to be repaired, but they were without funds to pay for it. At that time, Mr. Havig gave the Reppas three weeks to have the work completed with a contractor to be retained within one week. When he spoke with Mrs. Reppa on February 16, 1988, she stated she was still having trouble getting a contractor. She had contacted one contractor who looked at the system on February 15, 1988 and who proposed to remove the washing machine from the drain system. When Mr. Havig talked with Mrs. Reppa on February 19, 1988, she indicated she would have to discuss the matter with her husband. Mr. Havig stated at that time that the Department would have to proceed with enforcement action if work was not started on the correction by February 22, 1988. No corrective action was taken by the Reppas and the Administrative Complaint was filed as a result. DHRS considers it important to properly dispose of effluent because, since it contains human waste, it carries bacteria, viruses and a danger of parasites. Agency policy requires that the septic system be continually monitored and that the tank be pumped and the drain field be repaired when necessary. The Department has no funds available to assist those who cannot afford to make repairs. In order to be properly processed, effluent drainage from septic tanks needs a minimum of two feet of soil between the discharge outlet of the tank and the water table. The soil acts as a filter to remove harmful organisms and contaminants from the effluent before it reaches the water table. A high water table, due to heavy rains or other causes, prevents this filtration and causes the effluent to come to the surface. The situation is correctable. Two methods of correction are: 1) elevate the system above the water table, or 2) remove the saturated soil and replace it with a good grade of sand. In October, 1985, another complaint against the Reppas, relating to the same situation, was filed with DHRS. At that time, the Reppas paid $650.00 to have the system repaired by an individual who replaced the drain field, drawing it away from adjoining property and toward the road. Though the contractor assured them this would fix the problem, wash water would continue to come to the surface. As a result, Mrs. Reppa has refrained from washing clothes at her home and takes them to the laundry in town. Because of the actions they have taken, such as having the drain field expanded and moved, the pumping out of the septic tank in January, 1988, and the cessation of washing clothes at home, Mr. and Mrs. Reppa are convinced the system is not overflowing and that the water on the neighbor's property is the accumulation of surface water drainage when it rains. The Reppa property is higher than the neighbor's property and Mrs. Reppa believes that rain water drains down there. The new part of the drain field works and the water in question, she feels, cannot be effluent. The evidence of record, however, indicates to the contrary and that it is waste effluent. Inquiry by the Reppas indicates that it would take $750.00 more to fix the system and the Reppas do not have that money. They are still paying back the money they borrowed from Mrs. Reppa's parents to make the first repairs. Mr. Reppa is a commercial fisherman whose income has been substantially reduced due to the restrictions placed on the taking of redfish. Many neighbors in the area, according to the Reppas, discharge sewage directly into the abutting canal and allow wash water to run out onto the ground. The Reppas cannot comprehend why these individuals, mostly three month winter visitors, are not cited while they, full time residents, are.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: Recommended that an administrative fine of $50.00 per day be assessed against the Reppas for the violation established, said fine to be effective upon entry of a Final Order herein, with provision that the fine be remitted upon satisfactory proof that the violation has been corrected. Recommended in Tallahassee, Florida this 24th day of August, 1988. ARNOLD H. POLLOCK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of August, 1988. COPIES FURNISHED: Eugenie G. Rehak, Esquire Staff Attorney Department of Health and Rehabilitative Services Post Office Box 06085 Ft. Myers, Florida 33906 Frank Lee Reppa, pro se Denise J. Reppa, pro se 3863 Plumosa Drive St. James, Florida 33986 R. S. Power, Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, Florida 32399-0700 Gregory L. Coler, Secretary Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, Florida 32399-0700
The Issue The issue for consideration in this case is whether Respondent should be disciplined, to include a three day suspension without pay, because of the misconduct alleged in the Notification of Suspension issued herein.
Findings Of Fact At all times pertinent to the issues herein, Respondent, William T. Mooney, worked as a laboratory technician for the City of Clearwater's Public Works/Water Pollution Control Division. On April 15, 1993, Doreen Spano, the City's utility lab supervisor, held a meeting of her division personnel at which she identified Iracema Drysdale as the lead worker and, in order to clarify any misconceptions among lab workers as to work deadlines, presented a policy letter for the lab, entitled "New Work Schedule". The schedule set guidelines and deadlines for the daily workload. The memorandum contains inconsistent statements, however. For example, while Ms. Spano indicated both in the memo and at hearing that the instructions therein are merely guidelines, she also used such imperatives as "must" and "will" in the memo. Specifically, the memorandum indicates the daily plant BOD must be in the incubator by 12:00 PM, and the daily plant bacteria must be in the incubator by 12:30 PM. Respondent has worked in this City laboratory for approximately 14 years. During this time he has developed a method of accomplishing his tasks which is described by Ms. Drysdale as less than efficient. She indicates he frequently misses his time deadlines and works at his own pace. Respondent, on the other hand, claims he has always completed his tasks according to the Standard Methods Manual, but, due to the time the samples are received in the lab, could not accomplish both the BOD and the bacteria procedures within the guidelines set in that manual and the Environmental Protection Agency standards manual. Either one or both would be late. This controversy, much of which was made by both sides, is, in reality, only peripherally related to the issue in controversy here which is whether Respondent was insubordinate or not on September 9, 1993. Both Ms. Drysdale and the Respondent signed the memorandum in question here indicating their receipt and understanding of the directions contained therein. Thereafter, on September 9, 1993, Ms. Drysdale entered the lab shortly before the lunch period to find the bacteria procedure not done and Respondent working on the BOD procedure. It appears that the bacteria sample was taken at 6:00 AM on this day and, under EPA guidelines, had to be preserved in the incubator within six hours or the results of the procedure would be invalid and not eligible for reporting to the EPA. When Ms. Drysdale asked Respondent why he was doing the BOD when the bacteria procedure had not been accomplished, he indicated that Ms. Spano's memorandum required the BOD to be done by 12:00 noon and the bacteria not until 12:30 PM. He considered this a directive and indicated he would complete his work consistent therewith. Again, there is a contradiction in the testimony as to the nature of the conversation between Ms. Drysdale and the Respondent. Ms. Drysdale asserts that about noon on the day in question, she suggested to Respondent that he start the bacteria procedure first and then do the BOD procedure. Respondent refused because he believed he had to follow the new work schedule prepared by Ms. Spano. Ms. Drysdale then told him to do the bacteria procedure first and she would assume the responsibility. Respondent still refused and, raising his voice to her, completed the BOD procedure. When he finished that, he did the bacteria procedure but by that time, the sample was too old and had to be discarded. Respondent's recounting of the incident is somewhat different. He claims he was approached by Ms. Drysdale who asked him why he did the bacteria procedure after the BOD procedure. When he pointed out the dictates of the memorandum, she claimed to know nothing about it even though her signature, along with that of Respondent and Mr. Olson, appears on the bottom thereof. Nonetheless, according to Respondent, Ms. Drysdale said she would check on it. After lunch, according to Respondent, Ms. Drysdale came back with the Standard Methods book. When he showed her the new work rules, he claims, she admitted she was aware that Ms. Spano had written them. When he asked her what Ms. Spano had said about the situation, she allegedly replied, "Why don't you do it the way I say and if Doreen (Ms. Spano) asks, I'll take the responsibility." Respondent was upset because, he contends, things like this always happen. Respondent, in subsequent testimony, denied ever getting a direct order from Ms. Drysdale or that she indicated she would assume responsibility. On balance, while there is little doubt in Ms. Drysdale's testimony as to what happened, Respondent tells two different stories regarding the conversation. At one point he claims she asked him why he didn't do it her way and that if he did, she'd assume responsibility. At another, he claims she merely asked why he was doing the procedures as he was and made no mention of assuming responsibility. It is clear that Ms. Drysdale wanted the bacteria procedure done first, and while she might not have couched her request in directory language, there can be little doubt she communicated her desires to Respondent, albeit in a perhaps more gentle manner. In any case, she was Respondent's supervisor and he knew it. She wanted the work done as she indicated and her request, made under the authority she had to get the work done as she desired, had the force and effect of a direct order which Respondent disobeyed at his peril. Ms. Spano indicated she discussed not only the appointment of Ms. Drysdale as lead worker at the April 15, 1993 meeting, but also the six hour requirement for specimens. Respondent denies this, but it is found he knew exactly what the requirements were. He claims he has been doing things the way the memorandum calls for ever since it was promulgated and this is not inconsistent with his current position on doing the BOD procedure first. When this incident took place, Mr. Reckenwald, the superintendent of the water and pollution control division, and the overall supervisor of the laboratory operation in question, received a recommendation for discipline, primarily because of Respondent's failure to follow orders. In addition, however, the incident created a problem for the City which has to report to the EPA and other federal agencies. Because of this report requirement, it is imperative the work be done properly. If it is not done properly, the work is worthless and may result in sanction action against the city by federal regulatory agencies. Not the least of concerns, also, is the public health consideration since effluent, the source of samples for both BOD and bacteria procedures, is discharged into the public waterways. On the basis of the above, a recommendations was made that Respondent receive a three day suspension. This is consistent with disciplinary guidelines contained in the City's Guidelines For Disciplinary Action. Respondent appealed the action to the City Manager who reviewed his submittal but nonetheless upheld the disciplinary action proposed.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that the City of Clearwater take final action in this matter to consist of suspension of the Respondent without pay for three days and imposition of 40 disciplinary action points. RECOMMENDED this 24th day of May, 1994, in Tallahassee, Florida. ARNOLD H. POLLOCK, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of May, 1994. COPIES FURNISHED: Miles A. Lance, Esquire Assistant City Attorney City of Clearwater P.O. Box 4748 Clearwater, Florida 34618 William T. Mooney 1433 Laura Street Clearwater, Florida 34615 Michael J. Wright City Manager City of Clearwater P.O. Box 4748 Clearwater, Florida 34618-4748
Findings Of Fact Petitioner Ferncrest Utilities, Inc. owns and operates a sewage treatment plant at 3015 Southwest 54th Avenue, Fort Lauderdale, Florida. It presently services the needs of a population of about 2500 primarily located in three trailer parks, certain warehouses, a 153 room hotel, and several other business establishments. The plant was constructed and operated by a lessee of Petitioner's owners, but, in July 1979, Petitioner became the owner and operator of the facility. At that time, it was determined necessary to secure new operators and upgrade the plant equipment and method of process in order to properly service the existing and anticipated future number of customers in the area covered by a Public Service Commission franchise. Although the plant had been operating at a permitted capacity of 0.25 million gallons per day (MGD), Petitioner planned to expand the capacity to 0.60 MGD by modifying the aeration tank, and adding tertiary sand filters and equipment for clarification. Upon assuming control of the plant, Petitioner found that the 0.25 MGD permitted capacity had been exceeded by approximately 120,000 gallons per day for a number of years. Petitioner estimates that a population of 6,000 could be served under its new proposed design capacity. (Testimony of Forman, Exhibit 1) Pursuant to Petitioner's application for a construction permit, dated May 25, 1979, to modify the existing treatment plant, Respondent issued permit No. DC06-21789 on August 6, 1979. The permit specified that it was for construction of additional tank capacity for an existing 0.25 MGD wastewater treatment plant intended to approve effluent quality, and further stated that plant design capacity would remain at that figure. A subsequent letter from Respondent's subdistrict manager to Petitioner on January 15, 1980, stated that an evaluation of the quality of the surface waters receiving the plant discharge and the effect of such increased discharge would have to be made before processing a request for an increase in permitted flow. (Exhibit 7) On February 8, 1980, Respondent issued a temporary operating permit for Petitioner to temporarily operate a 0.25 MGD contact stabilization sewage treatment plant, including additional tank capacity and tertiary filtration. Specific conditions attached to the permit stated that it was issued to give the permittee a reasonable period of time to complete construction of the modification outlined in DER Permit DC06-21789 and for subsequent assessment of the effects of discharge on receiving waters. The conditions further required that the facility continue to achieve 90 percent removal of BOD5 and total suspended solids at all times with specified average daily discharges of such substances. Another condition required that the effluent from the plant be adequately chlorinated at all times so as to yield the minimum chlorine residual of 0.5 parts per million after a minimum contact period of 15 minutes. (Exhibit 8) Thereafter, on July 21, 1980, petitioner filed the instant application for an operation permit for the facility at a design capacity of 0.60 MGD. On October 7, 1980, Petitioner filed a certificate of completion of construction. By letter of December 16, 1980, Respondent's South Florida Subdistrict Manager advised Petitioner that the application for an operating permit had been denied for the reason that monitoring of the Class III receiving waters by the Broward County Environmental Quality Control Board indicated that the dissolved oxygen concentration was frequently below the minimum of 5 milligrams per liter required by Section 17-3.161(1), Florida Administrative Code, and that Petitioner's plant contributed to the substandard conditions in those waters. Petitioner thereafter requested a Section 120.57(1), F.S., hearing. (Exhibits 1-2, 4, 8) Petitioner's plant discharges into the North New River Canal through a six inch effluent pipe. The canal extends from Lake Okeechobee to the intracoastal waterway approximately five miles in distance from the point of discharge of Petitioner's plant. Monitoring of water quality in the canal for the past several years by the Broward County Environmental Quality Control Board shows that the dissolved oxygen concentrations at various sampling stations have ranged from below one part per million to in excess of five parts per million, depending upon the season of the year. However, at no station did the dissolved oxygen concentration reach an average of five parts per million. In addition, the tests also showed that BOD5 is generally low in the canal waters. (Testimony of Mazzella, Exhibits 1, 3, 5) Petitioner's modified plant is now capable of treating 0.60 MGD and meets current basic state requirements of 90 percent (secondary) removal of BOD and total suspended solids. In fact, the plant has tertiary treatment and can consistently operate at a level of 95 percent treatment. The data submitted by the applicant as to effluent water quality characteristics showed removal of 98 percent BOD, 97 percent suspended solids, 50 percent total nitrogen, and 25 percent total phosphorus with an average chlorine residual in the effluent of 0.2 parts per million. The dissolved oxygen level in the effluent has been established at 6.5 milligrams per liter. (Testimony of Hermesmeyer, Dodd, Exhibit 1) Respondent's district personnel took one 24-hour sample of the effluent from Petitioner's plant in March 1981 and determined that a concentrate of 14.6 milligrams per liter of ammonia was being discharged to receiving waters. Respondent therefore determined that the dissolved oxygen levels of the canal would be further degraded because approximately 48 to 50 parts per million of dissolved oxygen would be necessary to offset the effects of oxygen removal resulting from the ammonia discharge. Respondent further found that, although the effluent from the plant had 6.5 milligrams per liter of dissolved oxygen, the amounts of phosphorus and nitrogen being discharged could lead to algal blooms and consequent eventual eutrophication of its waters. Respondent's reviewing personnel therefore considers that there would be negative impacts upon the receiving waters if Petitioner discharged its prior licensed capacity of 250,000 gallons per day, and that a discharge of 600,000 gallons per day would double such impacts. Respondent's personnel therefore believes that although Petitioner's facility meets the basic secondary treatment requirements of Rule 17-6.01, Florida Administrative Code, it does not meet the water quality-based effluent limitation specified in Rule 17-6.10. In order to meet such requirements, it would be necessary to redesign the plant for more efficient removal of nutrients or to redirect the discharge. (Testimony of Mazzella) Other facilities adjacent to or near the North New River Canal discharge directly or indirectly into the canal waters and contribute to an unknown degree to the poor quality of the canal waters. Additionally, agricultural use of land produces stormwater runoff containing fertilizer residue into the canal in an unknown amount. A sewage treatment plant operates at optimum level of treatment when it discharges at about 50 percent of its treatment capacity. (Testimony of Mazzella) In 1983, Broward County will require Petitioner's plant to conform to state advanced waste treatment criteria which will provide for additional removal of nitrogen and phosphorus from effluent. To meet this requirement, Petitioner, plans to investigate the possibilities of utilizing a landlocked lake on its property near the treatment plant as a seepage pond. Although Petitioner's plant is identified in area regional plans to be diverted to the Hollywood wastewater treatment plant in the future, there is presently no target date for tying in to such a regional facility. (Testimony of Hermesmeyer, Exhibit 1)
Recommendation That Respondent issue a permit to Petitioner for the operation of its sewage treatment plant, with appropriate conditions as designed to protect the receiving waters. DONE and ENTERED this 27th day of May, 1981, in Tallahassee, Florida. THOMAS C. OLDHAM Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of May, 1981. COPIES FURNISHED: Alfred Clark, Esquire Deputy General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Martin S. Friedman and R.M.C. Rose, Esquires Myers, Kaplan, Levinson, Kenin and Richards 1020 East Lafayette Street Tallahassee, Florida 32301 Honorable Victoria Tschinkel Secretary, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 =================================================================
